W911SA-17-B-0014_Attachment_2_-_Updated_Drawings_4-12-17.pdf

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CO

SMH - 1326

RIM = 880.58

INV = 873.78 N

INV = 873.88 E

INV = UNKNOWN S

CULVERT

INV = 876.21

CULVERT

INV = 876.08

CULVERT

INV = 875.96

CULVERT

INV = 875.78

CULVERT

INV = 876.22

CULVERT

INV = 876.38

CULVERT

INV = 875.20

CULVERT

INV = 875.24

SMH - 1325

RIM = 881.62

INV = 872.82 N

INV = 873.02 S

P

V C

INV = 873.45

P

V

C

C

C

M

P

P

SB 1

SB 2

SB 3

SB 4

AC

SB 5

LEGEND

HYDRANT

GATE VALVE

SANITARY MANHOLE

CLEANOUT

UTILITY POLE

LIGHT POLE

ELECTRIC PEDESTAL

ELECTRIC HAND HOLE

ELECTRIC METER

AIR CONDITIONER

COMMUNICATIONS VAULT

COMMUNICATIONS PEDESTAL

COMMUNICATIONS MANHOLE

SIGN

GAS METER

GATE

SOIL BORING

MAJOR CONTOUR

MINOR CONTOUR

WATER MAIN

SANITARY SEWER

STORM SEWER

ELECTRIC (UNDERGROUND)

ELECTRIC (OVERHEAD)

GAS (UNDERGROUND)

FIBER (UNDERGROUND)

COPPER (UNDERGROUND)

CONCRETE PAVEMENT

BITUMINOUS PAVEMENT

UE

OE

UG

FO

Cu

CO

S

EP

EH

TP

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T

GM

EM

AC

SB #

SCALE IN FEET

20 40

C101

W

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A

D

Q

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CBA

A n t h o n y

L a n e

M i n n e a p o l i s

M

N

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P:

\20

.10

.01 7_

FM

C

Co ns tru ct

Ins tal lat ion

E me rg en cy O pe ra tio n C en ter

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NOTES:

1. UNDERGROUND UTILITIES SHOWN INCLUDE PRIVATE UTILITIES. THE

APPROXIMATE LOCATIONS OF THE UNDERGROUND UTILITIES ARE BASED

ON EXISTING DOCUMENTATION PROVIDED BY THE GOVERNMENT AND

FIELD LOCATES BY UTILITY OWNERS.

2. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY

LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE

GUIDELINES OF CI/ASCE 38-02, ENTITLED “STANDARD GUIDELINES FOR

THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY

DATA.”

3. NOT LESS THAN 2 BUSINESS DAYS BEFORE EXCAVATING, CONTRACTOR

SHALL CONTACT DIGGERS HOTLINE, (800) 242-8511, FOR FIELD LOCATION

OF UNDERGROUND UTILITY LINES. CONTRACTORS EXCAVATING ON SITE

SHALL PROVIDE FOR LOCATION OF PRIVATE LINES BY LOCATOR SERVICE

OR OTHER SUITABLE MEANS. CONTRACTOR SHALL COORDINATE WITH

THE GOVERNMENT TO LOCATE UTILITIES PRIOR TO CONSTRUCTION.

4. THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES IN PLACE UNLESS

OTHERWISE SPECIFIED OR DIRECTED BY THE GOVERNMENT.

5. THE TOPOGRAPHIC SURVEY WAS PERFORMED BY RANI ENGINEERING,

JUNE 2014

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SMH - 1326

RIM = 880.58

INV = 873.78 N

INV = 873.88 E

INV = UNKNOWN S

CULVERT

INV = 876.21

CULVERT

INV = 876.08

CULVERT

INV = 875.96

CULVERT

INV = 875.78

CULVERT

INV = 876.22

CULVERT

INV = 876.38

CULVERT

INV = 875.20

CULVERT

INV = 875.24

SMH - 1325

RIM = 881.62

INV = 872.82 N

INV = 873.02 S

P

V C

INV = 873.45

C

C

P

P

SB 1

SB 2

SB 3

SB 4

AC

SB 5

B

F

F

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877.75

877.50

877.25

LEGEND

SILT FENCE, SEE DETAIL 2/C401

BIO ROLL, SEE DETAIL 1/C401

DRAINAGE ARROWS

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

CONSTRUCTION LIMITS

SEED AND MULCH

ROCK CONSTRUCTION ENTRANCE

SEE DETAIL 4/C401

XS

t h o n y

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SCALE IN FEET

20 40

C301

W

E

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E

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E

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A

D

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A

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T

E

A

D

EDGE OF CONCRETE

AT BUILDING = 878.90

C401

WHEN DISTANCE EXCEEDS 150', OR DRAINAGE AREA EXCEEDS 2 ACRES,

USE HEAVY DUTY SILTATION FENCE WITHOUT BALE BACKING.

NOTES:

2 ACRES MAXIMUM DRAINAGE AREA

PER FENCE SEGMENT

600' MAXIMUM LENGTH

PRE-ASSEMBLED SILTATION

FENCE PLACED ON CONTOUR

MAXIMUM 7 1/2' ON CENTER

SPACING OF POSTS

TURN ENDS UPSLOPE TO

PREVENT FLOW BYPASS

PRE-ASSEMBLED

6"x6" EARTH FILL OR

PLOWED IN MINIMUM

IN 6" FABRIC

MINIMUM 6" BURY

COMPACTED SUBGRADE

6" HORIZONTAL MINIMUM

1 1/2"x1 1/2"x4'-0" WOOD POSTS

MINIMUM 1'-6" EMBEDMENT

M I N

R

U

N

O

F

F

M

A

X

I M

U

M

1.

PRE-ASSEMBLED

STRAW OR WOOD FIBER 6"-7" DIA.

ROLL ENCLOSED IN PLASTIC OR

POLYESTER NETTING

" TO 1 1/2" WASHED CRUSHED

ANGULAR STONE OR SAND

BAGS PLACED AS NEEDED TO

HOLD BIOROLL IN PLACE

45° ELBOW

CONCRETE FILL

M

I

N

ELBOW

90° LONG RADIUS

PLAN

L

WATERMAIN

C X"Ø

90° BEND

SECTION

TRENCH

BACKFILL

L

C X"Ø WATERMAIN

M

I

N

CONCRETE FILL

X"Ø WATERMAIN

SECTION

45° BEND

C401

THRUST BLOCK/WATERMAIN

NO SCALE

BACKFILL

STAINLESS STEEL EXTERNAL

CLAMP WITH DRAW BOLTS

AND NUTS

INTEGRALLY CAST

SLEEVE SEAL

(LOCK JOINT OR EQUAL)

POSITIVE MECHANICAL SEAL

(KOR-N-SEAL OR EQUAL)

INTEGRALLY CAST GASKET

(A-LOK- OR EQUAL)

TYPE A

TYPE B

TYPE C

CLAMP WITH DRAW BOLTS

AND NUTS

STAINLESS STEEL EXTERNAL

C401

WATERTIGHT PIPE CONNECTIONS

NO SCALE

GRANULAR MATERIAL

BEDDING MATERIAL

SUBGRADE

BD

PAY WIDTH FOR SURFACE

REPLACEMENT (BD + H)

H

P I P

E

Z

O N

E F

I N

A L

B A

C K

F I L

L

SUITABLE

MATERIALS

1'-0"

OD/4

OD/4

4" MIN

12" FOR 6"-48"Ø

18" FOR 54"-66"Ø

24" FOR 72"-96"Ø

COMPACTED

FINISHED

GROUNDLINE

D E

P T

H

O

F

T

R E

N C

H

A

S

S

P E

C I F

I E

D

B

Y

C

U S

T O

M E t h o n y

L a n e

M i n n e a p o l i s

M

N

P

F

P:

\20

.10

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Ins tal lat ion

E me rg en cy O pe ra tio n C en ter

\C ivi l 3 D\

SH

EE

TS

\20

.10

.01 7 C

1 D

ET

AI

LS

.dw g

C401

VALVE INDICATOR POST

NO SCALE

C401

SILTATION FENCE

NO SCALE

C401

BIO ROLL

NO SCALE

C401

PIPE BEDDING & TRENCH BACKFILL

NO SCALE

1" TO 2" COARSE WASHED ROCK

I

N

I

M

U

M

6"

MINIMUM

NOTE:

1. THE ROCK PAD SHALL BE MAINTAINED TO PREVENT THE

TRACKING OF MUD ONTO PAVED ROADS, INCLUDING

PERIODIC TOP DRESSING WITH ADDITIONAL ROCK OR

REMOVAL AND REINSTALLATION OF THE PAD AS

NECESSARY.

2. CLEAN WORK SITE MUD AND ROCKS OFF OF TIRES

BEFORE DRIVING ONTO PAVED ROADS.

3. REMOVE SOIL THAT TRACKS ONTO STREET DAILY USING

PICKUP STREET SWEEPER. APPLY WATER AS

NECESSARY TO CONTROL DUST AND FACILITATE SOIL

REMOVAL.

8'

8'

15'

H

A

U

R

F

A

C

A

V

E

D

C401

ROCK CONSTRUCTION ENTRANCE

NO SCALE

STRUCTURAL NOTES

S001 t h o n y

L a n e

M i n n e a p o l i s

M

N

P

F

P:

\20

.10

.01 7_

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Co ns tru ct

Ins tal lat ion

E me rg en cy O pe ra tio n C en ter

\C ivi l 3 D\

SH

EE

TS

\20

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1 S

TR

UC

TU

RA

L N

OT

ES

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HALLWAY

MECH / ELEC

EMERGENCY

ROOM

DATA

HALLWAY

102A

VESTIBULE

SIPRNET

WOMEN

MEN

CLOSET

107A

RC3

RC3

RC3

RC3

RC2

RC2

1'-6"

4'-0"

1'-6"

4'-0"

S301

S301

S301

S301

S301

S301

S

4'-0"

5'-2"

22'-3 1/2"

70'-0"

12'-4" 1'-2" 52'-6"

4'-5"

25'-2"

69'-4"

TSE = 99'-0"

TSE = 100'-0"

CONTROL/CONSTRUCTION

JOINT

SEE DETAIL 5/S301

TSE = 99'-0"TSE = 100'-0"

1'-4"

TYP.

R

C

R

C

12'-2" 10'-0"

S301

O

C

C

T R

O

C

C

T R

O

C

C

T R

O

C

C

T R

O

C

C

T R

O

C

C

T R

R C

R C

R

C

R

C

RC4

WCJ

WCJ

WCJ

WCJ

WCJWCJ

WCJ

WCJ

WCJ

WCJWCJWCJ

WCJ

WCJ

DRILL AND ANCHOR (2) #5x2'-8" INTO THE

EXISTING FOOTING AND USE HIT HY 200

ADHESIVE WITH 6" EMBEDMENT BY HILTI

OR EQUAL TYPICAL WHERE NEW FOOTING

ABUTS EXISTING FOOTING.

RC2

RC2

FOUNDATION PLAN

1/4" = 1'-0"

S101 t h o n y

L a n e

M i n n e a p o l i s

M

N

P

F

P:

\20

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Ins tal lat ion

E me rg en cy O pe ra tio n C en ter

\C ivi l 3 D\

SH

EE

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\20

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.01 7 S

1 F

OU

ND

AT

IO

N

PL

AN

.dw g

NOTES:

1. TOP OF SLAB ELEVATION = 100'-0" U.N.O.

2. TYP. FLOOR SLAB SHALL BE 4" THICK CONC. REINFORCED W/ 4X4-W4.0XW4.0 WWF CTR IN THE SLAB.

3. TYP.WALL REINFORCING SHALL BE #5 @ 48" O.C. CTR IN THE WALL U.N.O.

4. REINFORCE CORES ON BOTH SIDES OF EVERY CTRL JOINT WITH 1 #5 FULL HEIGHT.

5. ON PLAN INDICATES WALL CONTROL JOINT IN THE 8" CMU WALLS.

6. WHEN A CORE CONTAINS TWO BARS, PLACE ONE BAR EACH FACE, PROVIDE 1/2" CLEARANCE BETWEEN FACE SHELL OF BLOCK AND THE REINFORCEMENT.

WCJ

WCJ

P

L A

N K

L1

4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"

69'-4"

S302

S302

S301

S302

S302

L

L

S

L1

L1

S302

L

4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"

S U

P E

R I M

P O

S E

D

D

E S

I G

N

L

O A

D S

L

P

S F

P

S F

S E

E

D

E T

A I L

S

S

S

F

G

O

U T

I N

G

R

E Q

U I R

E M

E N

T

S201

ROOF PLAN

1/4" = 1'-0" t h o n y

L a n e

M i n n e a p o l i s

M

N

P

F

P:

\20

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Ins tal lat ion

E me rg en cy O pe ra tio n C en ter

\C ivi l 3 D\

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\20

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1 R

OO

F

PL

AN

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NOTES:

1. ROOF WOOD TRUSSES WERE NOT SHOWN FOR CLARITY. REFER TO THE ARCHITECTURE DRAWINGS FOR TRUSS PITCH AND LAYOUT.

2. THE TRUSSES ARE SPACED @ 24" O.C. AND SHALL SPAN THE FULL WIDTH OF THE BUILDING.

3. ROOF DECK SHALL BE ATTACHED USING 8D NAILS WITH 6/12 PATTERN. PLYWOOD SHEET JOINTS SHALL BE STAGGERED.

FD

FD

A301 4

A301

A3011

A301

A401

A401

69' - 4"

RECESSED FLOOR FOR

RAISED FLOOR SYSTEM

7'

2" HALLWAY

MECH / ELEC

EMERGENCY

ROOM

7'

8"

DATA

MOP SINK

HIGH-LOW

DRINKING

FOUNTAINS

RECONFIGURE

EXISTING

CHAIN LINK

FENCE

BULLET-PROOF

TRANSACTION

WINDOW, 48"

X 48", FIELD

VERIFY

HALLWAY

102A

A701

8'

9"

0"

13' - 4 11/16"

A701

A701 8

107A

1' - 11 13/16"

3'

0"

ATTIC ACCESS

IN DOUBLE T

5'

0"

15' - 0 9/16"

4'

1" 6'

4"

6'

4"

4 4

105A

6' - 3 7/8" 6' - 7 13/16"

QAE

QAE

CONF.

RECEPTION

CONTROL

A301

A301

A301

5' - 9 13/16"

1'

6" 3'

0"

6" VESTIBULE

102A

SIPRNET

WOMEN

MEN

5"

5"

2" 3' - 4"

4" 3'

4"

4" 3'

4"

7'

0" 5'

5"

5' - 0" 1" 3' - 0" 1" 5' - 0 1/16"

4'

2'

0"

7'

0"

2" 3' - 4"

1' - 6"

5' - 3 7/8"

4" 3'

0"

2'

4'

0"

2'

1' - 11 13/16"

MOP BUCKET

21"X16"

(BY GOVERNMENT)

CLOSET

107A

5' - 0" 1" 3' - 0" 1" 5' - 0 3/8"

3'

0" 4"

1' - 6

4' - 0"

1' - 4"

A403

A403

A403

A403

A403

A404

102B

8" 3' - 4"

8"

3' - 4"

5' - 1 0"

25' - 2 1/16"

8' - 4

4' - 0

4' - 0"

7'

8" 7'

8"

4' - 0"

2' - 0"

4' - 8" 1' - 1 1/8"

9' - 11"

22' - 3 3/4"

4' - 8"

4'

0"

A404

A601

R

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A B C D E F G H

D P W F O R T M c C O Y, W I

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A 5/1

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FOR OFFICIAL

USE ONLY

FOR OFFICIAL

USE ONLY

F L O O R

P L A N

1/4" = 1'-0"1 FLOOR PLAN

A101 13 44

A301 4

A301

A3011

A301

A401

A401

PRE- FINISHED STANDING

SEAM METAL ROOF

PRE- FINISHED HIP

CAP

PRE- FINISHED VENTED

RIDGE CAP

PRE- FINISHED STANDING

SEAM METAL ROOF

LINE OF EXTERIOR

WALL BELOW

PRE-FINISHED 3"X6"

METAL DOWNSPOUT

WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED 3"X6" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED 3"X6" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED 3"X6" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED 3"X6" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED 3"X6" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

SLOPE

4 : 12

SLOPE

4 : 12

SL

O

PE

: 1

SL

O

PE

: 1

PRE- FINISHED HIP

CAP

SNOW BARS - SNOW GUARDS.

SNOW BARS - SNOW GUARDS.SNOW BARS - SNOW GUARDS.

SNOW BARS - SNOW GUARDS.

PRE-FINISHED METAL

GUTTER

PRE-FINISHED METAL

GUTTER

ROOF TIE DOWN

ANCHOR TO

ROOF TRUSS

PRE-FINISHED METAL

GUTTER

PRE-FINISHED METAL

GUTTER

PRE-FINISHED METAL

GUTTER

ROOF TIE DOWN

ANCHOR TO

ROOF TRUSS

PRE-FINISHED 3"X6" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED 3"X4" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED 3"X6" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

A301

A301

A301

4" VTR, SEE

PLUMBING

A202

A202

TYP.

A202

TYP.

A202

TYP. 1

A202

TYP.

EXISTING SHINGLE

ROOFING

NEW PRE-FIN. METAL

VALLEY FLASHING

TO CONNECT NEW

METAL ROOFING TO

EXISTING SHINGLE

ROOFING

A202

TYP.

A202

TYP.

A202

TYP.

A202

TYP.

A202

TYP.

A202

TYP.

A202

TYP.

A202

TYP.

A403

ROOF TIE DOWN

ANCHOR TO

ROOF TRUSS

ROOF TIE DOWN

ANCHOR TO

ROOF TRUSS

PRE-FINISHED

3"X6" METAL

DOWNSPOUT

WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED

3"X6" METAL

DOWNSPOUT

WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED 3"X6" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED 3"X6" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

14' - 1"

R

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FOR OFFICIAL

USE ONLY

FOR OFFICIAL

USE ONLY

1/4" = 1'-0"1 ROOF PLAN

R O O F

P L A N

A201 14 44

6' W X 4' H

LCD MONITOR

(NOT IN

CONTRACT)

EMERGENCY LIGHT

SEE ELEC.

EXIT SIGN

SEE ELEC.

EXIT SIGN

SEE ELEC. PT-1

6' W X 4' H

LCD MONITOR

(NOT IN CONTRACT) 10' W X 5' H

LCD MONITOR

A403

PT-1 PT-1

VB-1

EXIT SIGN

SEE ELEC.

FIRE

STROBE

SEE ELEC.

10' W X 5' H

LCD MONITOR

(NOT IN CONTRACT).

PT-1

VB-1

EMERGENCY

LIGHT

SEE ELEC.

EXIT SIGN

SEE ELEC.

6' W X 4' H

LCD MONITOR

(NOT IN CONTRACT)

10' W X 5' H

LCD MONITOR

(NOT IN CONTRACT)

PT-1 PT-1

VB-1

TRANSFER

GRILLE

SEE MECH.

TRANSFER

GRILLE

SEE MECH.

RETURN

GRILLE

SEE MECH.

RETURN

GRILLE

SEE MECH.

EXIT SIGN

SEE ELEC.

MIRROR-MOUNT

38" A.F.F. TO BOTTOM

CTW-1

COVED CERAMIC

TILE BASE

GRAB BARS

H.C. ACCESSIBLE

TOILETLAVATORY 36"X22" D

4"

3'

0"

1'

5"

URINAL

PT-1

3'

8"

2'

2"

1' - 5 13/16"

3' - 0"

5 13/16"

4'

0"

2'

SOLID SURFACE COUNTER TOP

WITH 4" HIGH BACK SPLASH AND 4" HIGH APRON

7'

0"

GRAB BARSH.C. ACCESSIBLE TOILET

PT-1TOILET PAPER HOLDER

CERAMIC TILE

COVED CERAMIC

TILE BASE

3'

0"

4"

4'

0"

1'

6"

2'

1"

8"

1' - 0"1' - 0"

4' - 6"

CTW-1

MIRROR-MOUNT

38" A.F.F. TO BOTTOM

CTW-1

COVED CERAMIC TILE BASE

GRAB BARS

LAVATORY 36"X22" DH.C. ACCESSIBLE

TOILET

4"

2'

1"

3'

0"

2'

6" 3'

8"

PT-1

3' - 0"5 13/16"

4'

0"

1' - 6"

SOLID SURFACE COUNTER TOP

WITH 4" HIGH BACK SPLASH AND 4" HIGH APRON

7'

0"

GRAB BARS

H.C. ACCESSIBLE TOILETTOILET PAPER HOLDER

CTW-1

COVED CERAMIC

TILE BASE

4"

4' - 6"

1' - 0"

8"

1' - 0"

1'

6"

2'

1"

PT-1

3'

0" 4'

0" R

R

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A 5/1

8/ 1

FOR OFFICIAL

USE ONLY

FOR OFFICIAL

USE ONLY

1/4" = 1'-0"1 EMERGENCY ROOM NORTH

1/4" = 1'-0"2 EMERGENCY ROOM EAST

1/4" = 1'-0"3 EMERGENCY ROOM SOUTH

1/4" = 1'-0"4 EMERGENCY ROOM WEST

1/4" = 1'-0"5 MEN'S RESTROOM ELEVATION A

1/4" = 1'-0"6 MEN'S RESTROOM ELEVATION B

1/4" = 1'-0"7 WOMEN'S RESTROOM ELEVATION A

1/4" = 1'-0"8 WOMEN'S RESTROOM ELEVATION B

IN

T E R

IO

R

E L E V A T

IO

N S

A701 23 44

VB-1

A401

A401

A403

A403

A403

A403

A403

1"

7'

0" 7'

2"

8'

9"

0"

13' - 4 11/16" 52' - 10 5/16"

69' - 4"

22' - 3 5/8"

5' - 1 0 1/8"

25' - 2 1/16"

9' - 11"

8' - 4 "7' - 0

3/8"

23' - 2 5/16"

15' - 0 9/16"

5'

0"

2' - 0"

2'

0"

LOCKABLE

ACCESS

HATCH TO

ATTIC

R

R

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Pl ot d at e

Pl ot s ca le

- 0

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0 3

FI

NA

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ST

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N P L

AN

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N/

A 5/1

8/ 1

FOR OFFICIAL

USE ONLY

FOR OFFICIAL

USE ONLY

1/4" = 1'-0"1 REFLECTED CEILING PLAN

R E F L E C T E D

C E

IL

IN

G

P L A N

A801 24 44